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用于确定南非土壤导水大孔率的土壤转移函数。

Pedotransfer functions to determine water conducting macroporosity in South African soils.

机构信息

Department of Agronomy, University of Fort Hare, Alice 5700, South Africa.

出版信息

Water Sci Technol. 2012;65(3):550-7. doi: 10.2166/wst.2012.885.

Abstract

Macropores play an important role in the rapid transport of water, solutes and pollutants through the soil. Transport through these pores (>0.5 mm) is dominated by gravitational forces (i.e. matrix forces have low impact) resulting in flow rates orders of magnitude higher than rates that would be predicted, posing problems for modelling and understanding water and solute transport through soils. This study aimed to quantify the water conducting macroporosity (WCM) in a range of soils in South Africa and to develop three pedotransfer functions (PTFs) able to predict WCM. Saturated (K(s)) and unsaturated (K₃₀) conductivities were measured in situ on 120 soil profiles using double ring and tension infiltrometers methods. Differences between K(s) and K₃₀ in conjunction with Poiseuille's law and the capillary rise equation were used to calculate WCM. The first two multiple regression functions made use of all available soil properties influencing WCM using a 'best model' and 'backward' analysis approach respectively. The third model used only easily observable soil properties to predict the WCM. The functions were validated using a double-cross method. Results are encouraging with R² values of 0.78, 0.74 and 0.69 for functions 1, 2 and 3 respectively.

摘要

大孔在土壤中快速运输水、溶质和污染物方面起着重要作用。这些孔径(>0.5 毫米)中的传输主要受重力作用(即基质力的影响较小)的支配,导致流速比预测的流速高出几个数量级,这给模型建立和理解土壤中的水和溶质传输带来了问题。本研究旨在量化南非一系列土壤中的导水大孔(WCM),并开发三种能够预测 WCM 的经验转移函数(PTF)。使用双环和张力入渗仪方法在 120 个土壤剖面原位测量饱和(K(s))和非饱和(K₃₀)电导率。K(s)和 K₃₀之间的差异结合泊肃叶定律和毛细上升方程用于计算 WCM。前两个多元回归函数分别使用“最佳模型”和“后退”分析方法,利用所有影响 WCM 的可用土壤特性来制作。第三个模型仅使用易于观察的土壤特性来预测 WCM。使用双交叉方法验证了这些函数。结果令人鼓舞,函数 1、2 和 3 的 R²值分别为 0.78、0.74 和 0.69。

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